Complex estimation of the underground excavations stability in various mining and geological conditions
https://doi.org/10.29235/1561-8358-2024-69-4-340-352
Abstract
The paper demonstrates a methodology of a complex stability estimation for underground mining excavations located in salt rock masses. Various geological structures of the rock mass, as well as the most popular safety measures for underground excavations support such as ankers, expansion gaps and reinforced concrete are considered. The proposed methodology is based on a hybrid numerical-analytical method for the determination of the stress-strain state of geotechnical systems as well as on an original complex limit state criterion for rock masses. As the result of the study the main factors influencing the stability of excavations where highlighted and generalized. These factors are: mining depth, mechanical properties of rock mass, its geological structure and safety measures. The degree of the importance of each mentioned factor is established. A number of model problems are solved to prove the efficiency of the proposed method for complete and reliable estimation of rock mass state in the vicinity of underground excavations, as well as predicting the stability of geotechnical structures under various conditions.
About the Authors
S. N. LapatsinBelarus
Siarhei N. Lapatsin – Cand. Sci. (Physics and Mathematics), Associate Professor of the Department of Theoretical and Applied Mechanics; Postdoctoral Researcher of School of Mechatronics Engineering
4, Nezavisimosti Ave., 220030, Minsk
Xidazhi Str., 150001, Harbin, China
M. A. Zhuravkov
Belarus
Michael A. Zhuravkov – Dr. Sci. (Physics and Mathematics), Professor, Head of the Department of Theoretical and Applied Mechanics
4, Nezavisimosti Ave., 220030, Minsk
P. S. Piaredryi
Belarus
Pavel S. Piaredryi – Junior Researcher trainee of the Applied Mechanics Laboratory
4, Nezavisimosti Ave., 220030, Minsk
References
1. Hanhua Zhu, Mengchong Chen, Yu Zhao, Fusheng Niu. Stability Assessment for Underground Excavations and Key Construction Techniques. Springer, 2017. 174 p. http://doi.org/10.1007/978-981-10-3011-6
2. Cheng Y. M., Wong H., Leo C. J., Lau C. K. Stability of Geotechnical Structures: Theoretical and Numerical Analysis. Bentham Science Publ., 2017. 411 p. http://doi.org/10.2174/97816810830321160101
3. Sloan S. W. Geotechnical stability analysis. Geotechnique, 2013, vol. 63, iss. 7, pp. 531–571. http://doi.org/10.1680/geot.12.RL.001
4. Gudehus G., Touplikiotis A. On the stability of geotechnical systems and its fractal progressive loss. Acta Geotechnica, 2018, vol. 13, iss. 2, pp. 317–328. https://doi.org/10.1007/s11440-017-0549-x
5. Xu D. P., Huang X., Li S. J., Xu H.S., Qiu S. L., Zheng H., Jiang Q. Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis. Geoscience Frontiers, 2022, vol. 13, iss. 2, art. ID 101273. https://doi.org/10.1016/j.gsf.2021.101273
6. Zhang W., Xu B., Mei J., Yue G., Shi W. A numerical study on mechanical behavior of jointed rock masses after tunnel excavation. Arabian Journal of Geosciences, 2020, vol. 13, art. ID 416. https://doi.org/10.1007/s12517-020-05358-y
7. Azarfar B., Ahmadvand S., Sattarvand J. Stability analysis of rock structure in large slopes and open-pit mine: numerical and experimental fault modeling. Rock Mechanics and Rock Engineering, 2019, vol. 52, no. 12, pp. 4889–4905. https://doi.org/10.1007/s00603-019-01915-4
8. Penghai Deng, Quansheng Liu, Hao Ma, Fan He, Qi Liu. Time-dependent crack development processes around underground excavations. Tunneling and Underground Space Technology, 2020, vol. 103, art. ID 103518. https://doi.org/10.1016/j.tust.2020.103518
9. Feng Qiang, Jiang Binsong. Analytical solution for stress and deformation of the mining floor based on integral transform. International Journal of Science and Technology, 2015, vol. 25, iss. 4, pp. 581–586. https://doi.org/10.1016/j.ijmst.2015.05.010
10. Liu K., Chen S. L., Gu X. Q. Analytical and numerical analyses of tunnel excavation problem using an extended Drucker–Prager model. Rock Mechanics and Rock Engineering, 2020, vol. 53, no. 2, pp. 1777–1790. https://doi.org/10.1007/s00603-019-01992-5
11. Novopashin M. D. Elastoplastic Deformation and Limit State of Structural Elements with Stress Concentrations. Novosibirsk, Nauka Publ., 1995. 112 p. (in Russian).
12. Fisenko G. L. Limit State of Rock Masses in the Vicinity of Workings. Moscow, Nedra Publ., 1976. 272 p. (in Russian).
13. Debasis Deb., Kumar V. A. Fundamentals and Applications of Rock Mechanics. New Delhi, PHI Learning, 2016. 492 p.
14. Lapatsin S. N. Limit State of Rock Massifs with Underground Structures [dissertation]. Minsk, 2023. 181 p. (in Russian).
15. Zhuravkov M. A., Lapatsin S. N., Ji S. Complex limit state criterion for rock masses. Acta Mechanica Sinica, 2023, vol. 39, iss. 1, art. ID 722194. https://doi.org/10.1007/s10409-022-22194-x
16. Bondarenko V. I. Substantiating arched support made of composite materials (carbon fiber-reinforced plastic) for mine workings in coal mines. IOP Conference Series: Earth and Environmental Science, 2022, vol. 1049, art. ID 012026. https://doi.org/10.1088/1755-1315/1049/1/012026
17. Mirenkov V. E. Formulation of boundary conditions in geomechanics problems. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal = Minerals and Mining Engineering, 2016, no. 2, pp. 67–73 (in Russian).
18. Stavrogin А. N., Protosenya А. G. Plasticity of Rocks. Moscow, Nedra Publ., 1979. 301 p. (in Russian).
19. Sharma V. M., Saxena K. R., Woods R. D. Distinct Element Modelling in Geomechanics. CRC Press. 2007. 234 p.
20. Zhang Y., Lapatsin S., Zhurvakov M., Yu G., Karpovich I. The Stability and Failure of Deep Underground Structures at Potash Mining Deposits. Applied Sciences, 2024, vol. 14, art. ID 9434. https://doi.org/10.3390/app14209434